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    Competing Effects of Buckling and Anchorage Strength on Optimal Wheat Stalk Geometry

    Source: Journal of Biomechanical Engineering:;2002:;volume( 124 ):;issue: 004::page 441
    Author:
    Tony Farquhar
    ,
    Jiang Zhou
    ,
    William H. Wood
    DOI: 10.1115/1.1488934
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We seek the ideal wheat stalk, which minimizes the structural mass required to support a fixed grain load in the presence of gravity and wind. The optimization search is restricted to stepped cylindrical stems of known moduli and density but unknown dimension. Stem buckling and root anchorage strength are assumed to place restrictions on the permissible stalk resonant frequency in the presence of a specified wind forcing frequency. These effects are described mathematically, and the penalty parameter method is used to find stem mass minima for various stalk heights. In general, there are two alternative solution branches. The lower solution is the global minimum but it is probably impractical for field crops exposed to natural wind. The upper minimum is more conservative and therefore requires more stem mass. Due to the competing requirements of buckling versus anchorage strength, the parameter study shows that optimal wheat stem geometry has a nonlinear dependence on the intensity of gravity and the frequency spectra of the wind.
    keyword(s): Buckling , Geometry , Force , Bifurcation , Wind , Gravity (Force) AND Stress ,
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      Competing Effects of Buckling and Anchorage Strength on Optimal Wheat Stalk Geometry

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/126382
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    • Journal of Biomechanical Engineering

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    contributor authorTony Farquhar
    contributor authorJiang Zhou
    contributor authorWilliam H. Wood
    date accessioned2017-05-09T00:06:49Z
    date available2017-05-09T00:06:49Z
    date copyrightAugust, 2002
    date issued2002
    identifier issn0148-0731
    identifier otherJBENDY-26256#441_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/126382
    description abstractWe seek the ideal wheat stalk, which minimizes the structural mass required to support a fixed grain load in the presence of gravity and wind. The optimization search is restricted to stepped cylindrical stems of known moduli and density but unknown dimension. Stem buckling and root anchorage strength are assumed to place restrictions on the permissible stalk resonant frequency in the presence of a specified wind forcing frequency. These effects are described mathematically, and the penalty parameter method is used to find stem mass minima for various stalk heights. In general, there are two alternative solution branches. The lower solution is the global minimum but it is probably impractical for field crops exposed to natural wind. The upper minimum is more conservative and therefore requires more stem mass. Due to the competing requirements of buckling versus anchorage strength, the parameter study shows that optimal wheat stem geometry has a nonlinear dependence on the intensity of gravity and the frequency spectra of the wind.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleCompeting Effects of Buckling and Anchorage Strength on Optimal Wheat Stalk Geometry
    typeJournal Paper
    journal volume124
    journal issue4
    journal titleJournal of Biomechanical Engineering
    identifier doi10.1115/1.1488934
    journal fristpage441
    journal lastpage449
    identifier eissn1528-8951
    keywordsBuckling
    keywordsGeometry
    keywordsForce
    keywordsBifurcation
    keywordsWind
    keywordsGravity (Force) AND Stress
    treeJournal of Biomechanical Engineering:;2002:;volume( 124 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian